Rate Contract For The Work Of Construction Of Sources, Rising Main Pipelines, Cwrs, Pump Houses, Esrs, Glsrs, Internal Village Distribution Pipeline And Fhtc Including One Year Defect Liability Period Of Svs & Mvs And There After O&M Of Works Up To Villag
Tender Value
100 Crore
Estimated cost
Bid Submission
22 Feb 2023
0 days left
EMD
2 Crore
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
banswara → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Rate Contract For The Work Of Construction Of Sources, Rising Main Pipelines, Cwrs, Pump Houses, Esrs, Glsrs, Internal Village Distribution Pipeline And Fhtc Including One Year Defect Liability Period Of Svs & Mvs And There After O&M Of Works Up To Village Transfer Chamber ( Vtc ) For Five Years For Mvs Under Jjm In The Jurisdiction Of Phed Sub Division Arthuna District Banswara.
BOQ
| Sl. No. | Item Description |
| 1 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 2 | 80 mm |
| 3 | 100 mm |
| 4 | 150 mm |
| 5 | 200 mm |
| 6 | 250 mm |
| 7 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 8 | 100 mm |
| 9 | 150 mm |
| 10 | 200 mm |
| 11 | 250 mm |
| 12 | Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). |
| 13 | All End Socketed |
| 14 | Up to 300 mm Diameter |
| 15 | Above 300mm and up to 600 mm diameter |
| 16 | Above 600 mm diameter |
| 17 | All End Flanged |
| 18 | Up to 300 mm Diameter |
| 19 | Above 300mm and up to 600 mm diameter |
| 20 | Above 600 mm diameter |
| 21 | Single Flange/ MJ Collar |
| 22 | Up to 300 mm Diameter |
| 23 | Above 300mm and up to 600 mm diameter |
| 24 | Above 600 mm diameter |
| 25 | Double Flange Pipe (up to 1 mtr. length) |
| 26 | Up to 300 mm Diameter |
| 27 | Above 300mm and up to 600 mm diameter |
| 28 | Above 600 mm diameter |
| 29 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. |
| 30 | HDPE PE-80PN-6 |
| 31 | 75 mm dia |
| 32 | 90 mm dia |
| 33 | 110 mm dia |
| 34 | HDPE PE-100PN-6 |
| 35 | 75 mm dia |
| 36 | 90 mm dia |
| 37 | 110 mm dia |
| 38 | HDPE PE-80PN-10 |
| 39 | 90 mm dia |
| 40 | 110 mm dia |
| 41 | HDPE PE-100PN-10 |
| 42 | 90 mm dia |
| 43 | 110 mm dia |
| 44 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. |
| 45 | HDPE PE-80PN-6 |
| 46 | 125 mm dia |
| 47 | 140 mm dia |
| 48 | 160 mm dia |
| 49 | 180 mm dia |
| 50 | 200 mm dia |
| 51 | 225 mm dia |
| 52 | HDPE PE-100PN-6 |
| 53 | 125 mm dia |
| 54 | 140 mm dia |
| 55 | 160 mm dia |
| 56 | 180 mm dia |
| 57 | 200 mm dia |
| 58 | 225 mm dia |
| 59 | HDPE PE-80PN-10 |
| 60 | 125 mm dia |
| 61 | 140 mm dia |
| 62 | 160 mm dia |
| 63 | 180 mm dia |
| 64 | 200 mm dia |
| 65 | 225 mm dia |
| 66 | HDPE PE-100PN-10 |
| 67 | 125 mm dia |
| 68 | 140 mm dia |
| 69 | 160 mm dia |
| 70 | 180 mm dia |
| 71 | 200 mm dia |
| 72 | 225 mm dia |
| 73 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 74 | Dia of Pipe: 300.00 mm (I.D) |
| 75 | Thickness of Pipe |
| 76 | 5.0 mm |
| 77 | 6.0 mm |
| 78 | 7.0 mm |
| 79 | 8.0 mm |
| 80 | Dia of Pipe: 350.00 mm (I.D) |
| 81 | Thickness of Pipe |
| 82 | 5.0 mm |
| 83 | 6.0 mm |
| 84 | 7.0 mm |
| 85 | 8.0 mm |
| 86 | Dia of Pipe: 400.00 mm (I.D) |
| 87 | Thickness of Pipe |
| 88 | 5.0 mm |
| 89 | 6.0 mm |
| 90 | 7.0 mm |
| 91 | 8.0 mm |
| 92 | Providing and applying following Coating to the External surface of MS pipes, including preparation of surface by cleaning as per ISO 8502-3/ SSPC-SP10/ NACE No.2 near white blast cleaning and abrasive blasting to a finish to SA 2.5 as per ISO: 8501-1 and surface profile / anchor profile of 50-75 / 75-100 microns as per ISO: 8503-2, including field joint coating at site complete as per Technical specifications and direction of Engineer –in-charge: 3 LPE (3 Layer Polyethylene) / DFBE (Dual Layer Fusion Bonded Epoxy)/ PU (Polyurethane)/ Polyolefin Tape coating . |
| 93 | Providing and applying Solvent free, two pack liquid epoxy lining to internal surface of M.S. Pipe as per BS 6920:2000 and AWWA C210 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Liquid Epoxy shall be NSF/WARS approved for drinking water |
| 94 | Providing and applying 100% Solids, Rigid, DTM Polyurethane Coating to internal surface of M.S. Pipe as per AWWA C222 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Polyurethane Coating shall be NSF/WARS/SS-375 approved for drinking water. |
| 95 | Providing and making inner cement mortar lining to M.S. Pipes with mechanical devices in cement mortar 1:1 proportion , including cost of all materials, labour, special sand required, machinery, power generation, all equipments, including carrying out \"C\" value performance test of pipeline, including field joints at site complete as per technical specification and direction of Engineer in In charge. |
| 96 | 9 mm thick for pipes up to 700 mm dia |
| 97 | 12 mm thick for pipes above 700 mm dia |
| 98 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. |
| 99 | MS pipespecialsup to600mmdia (withminimum5mmthickness sheet) |
| 100 | MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 101 | Providing Household Tap Connectionas per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PVC/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including MS/PVC saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valveand specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding),including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately. |
| 102 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 103 | Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately. |
| 104 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 105 | Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. |
| 106 | Note: Road cut and restoration is not part of this item and paid separately. |
| 107 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 108 | P & F Bib cock (IS : 8931 mark), superior quality of approved make , brass 400 gm, 15 mm nominal bore. |
| 109 | P & F Bib cock (IS : 8931 mark), superior quality of approved make,chrome plated with complete brass body including brass handlewith wt. 300 to 325 gm.15 mm nominal bore. |
| 110 | Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. |
| 111 | Add extra over item no 1.21, 1.22 & 1.23 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 112 | Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm ISI marked PN16 SDR 7.4 (IS:15801:2008)PPR-C (Three layered) pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 113 | Providing and fixing ISI mark (IS 9763: 2000 or amended upto date) PTMT bib cock 15 moinal bore minimum weight 92 gms and length 100 mm as per technical specification, approved makeand direction of Engineer in charge. |
| 114 | Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and it\"s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it\"s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. |
| 115 | Nominal bore 150 mm dia. |
| 116 | Nominal bore 200 mm dia. |
| 117 | Nominal bore 250 mm dia. |
| 118 | Add 15% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and up to 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. |
| 119 | Add 40% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 200 mtr, rate shall be applicable for only extra depth beyond 200 mtr . |
| 120 | Construction of Tube Well from ground level and up to 100 mtr. depthto accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling methodas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications for removal of overburden. The work includes the cost oflowering of casing pipe, but excludes the cost of casingpipe. |
| 121 | Nominal bore 200 mm dia. |
| 122 | Nominal bore 250 mm dia. |
| 123 | Add 15% extra on above item(Item No 2.2.1 to 2.2.2) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . |
| 124 | Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. |
| 125 | Nominal bore 150 mm dia. |
| 126 | Nominal bore 200 mm dia. |
| 127 | Nominal bore 250 mm dia. |
| 128 | Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. |
| 129 | Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . |
| 130 | Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. |
| 131 | Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. |
| 132 | Nominal bore 150 mm dia. |
| 133 | Nominal bore 200 mm dia. |
| 134 | Add 15% extra on above item (Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. |
| 135 | Add 30% extra on above item(Item No 2.4.1 to 2.4.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . |
| 136 | Add 15% extra on above item (Item No 2.4.1 to 2.4.4) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. |
| 137 | Construction of tube well from ground level and up to 100 mtr. depth and above of following sizes in all types of soils in alluvium strata, unconsolidated formation such as pebbles, boulders etc. by \"bailing\" method and without gravel packing as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work includes formation of cavity at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe.The tube well should have a throughout bore as per nominal dia of casing pipe.The work would be completed after obtaining sand free water. |
| 138 | Nominal bore 125 mm dia. |
| 139 | Nominal bore 150 mm dia. |
| 140 | Nominal bore 200 mm dia. |
| 141 | Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work will include lowering of housingand strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed afterobtaining sand free water. |
| 142 | Nominal bore 125 mm dia. |
| 143 | Nominal Bore 150 mm dia. |
| 144 | Nominal bore 200 mm dia. |
| 145 | Add 15% extra on above item (Item No 2.6.1 to 2.6.3) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . |
| 146 | Deepening of existing tube well by DTH system beyond existing depth up to 100 mtr. and above in all type of rocks including flushing of tube well and obtaining sand free water. |
| 147 | Nominal bore 150 mm dia. |
| 148 | Nominal bore 200 mm dia. |
| 149 | Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. |
| 150 | Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. |
| 151 | Development of tube well having depth up to 250 mtr as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable methods to give sand free water for required yield of the gravel packed tube well. |
| 152 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes |
| 153 | 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) |
| 154 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 155 | 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m) |
| 156 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. |
| 157 | 125 mm dia nominal bore of 4.8 mm thickness |
| 158 | 150 mm dia nominal bore of 4.8 mm thickness |
| 159 | 200 mm dia nominal bore of 5.4mm thickness |
| 160 | 250 mm dia nominal bore of 7.1mm thickness |
| 161 | Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. |
| 162 | Supply & Installation of single phase ISI marked submersible motor pump set of three star or better rating of BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. |
| 163 | Up to 2.0 KW |
| 164 | Above 2.0 KW |
| 165 | Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. |
| 166 | Up to 5.5 KW (7.5 HP) & head up to 120 mtr. |
| 167 | Up to 5.5 KW (7.5 HP) & head above 120 mtr. |
| 168 | 7.5 KW (10 HP) & head up to 120 mtr. |
| 169 | 7.5 KW (10 HP) & head above 120 mtr. |
| 170 | 9.3 KW (12.5 HP) & head up to 120 mtr. |
| 171 | 9.3KW (12.5 HP) & head above 120 mtr. |
| 172 | 11 KW (15 HP) & head up to 120 mtr. |
| 173 | 11 KW (15 HP) & head above 120 mtr. |
| 174 | 13 KW (17.5 HP) & head up to 120 mtr. |
| 175 | 13 KW (17.5 HP) & head above 120 mtr. |
| 176 | 15 KW (20 HP) and above, head up to 120 mtr. |
| 177 | 15 KW (20 HP) and above, head above 120 mtr. |
| 178 | Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase up to 5 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved make and the panel enclosure should be made out from 18 gauge M.S. Sheet with powder coating. Panel size Height 600 mm Width 500 mm depth 250 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The operation of panel should be suitable for on 240 Volt AC Supply. |
| 179 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer,phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 300mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. |
| 180 | Up to 5.00 HP |
| 181 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. |
| 182 | Above 5 HP and up to 10 HP |
| 183 | Above 10 HP and up to 15 HP |
| 184 | Above 15 HP and up to 20 HP |
| 185 | Above 20 HP and up to 30 HP |
| 186 | Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. |
| 187 | 3 core 4.0 Sq.mm |
| 188 | 3 core 6.0 Sq.mm |
| 189 | 3 core 10.0 Sq.mm |
| 190 | 3 core 16.0 Sq.mm |
| 191 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. |
| 192 | 10.0 Sq.mm, 4 core |
| 193 | 16.0 Sq.mm, 4 core |
| 194 | 25.0 Sq.mm, 3.5 core |
| 195 | 35.0 Sq.mm, 3.5 core |
| 196 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. \"B\" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 197 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 198 | Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2\" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. |
| 199 | 125 mm dia |
| 200 | 150 mm dia |
| 201 | 200 mm dia |
| 202 | 250 mm dia |
| 203 | Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B\" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. |
| 204 | 32 mm dia |
| 205 | 50 mm dia |
| 206 | 65 mm dia |
| 207 | 80mm dia |
| 208 | Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended up to date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended up to date, along with clamping of submersible cable etc. complete in all respect. |
| 209 | 40 mm dia |
| 210 | 50 mm dia |
| 211 | 63 mm dia |
| 212 | 75 mm dia |
| 213 | 90 mm dia |
| 214 | Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. |
| 215 | 50 mm dia |
| 216 | 65 mm dia |
| 217 | 80 mm dia |
| 218 | Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. |
| 219 | Providing and Fixing of ISI marked PVC storage tank of following capacityas per IS: 12701-1989 (of approved make) with cover, 25 mm dia. 1 mtr long GI overflow pipe, 25 cm long 25 mm dia washout GI pipe with plug & socket, including P&F 32 mm dia Ball Cock (Float valve) IS 1703 marked with rod and PVC ball complete with brass weight 1000 gm, including P&F 15mm dia CI quarter turn heavy duty Bib Cocks four no\"s of superior quality and approved make, including interconnections complete job. |
| 220 | 1000 litres capacity |
| 221 | 2000 litres capacity |
| 222 | Fabrication & Fixing M.S.Stand of specified class of angle iron L-shaped of 50 mm size with four legs grouted by 300*300*300 mm CC Block M-15 in the ground and all legs tied up with each other through same size of angle iron along with cross bars to support the bottom of 1000 Ltr./ 2000 Ltr. PVC tank complete in all respect. |
| 223 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes |
| 224 | 65 mm dia |
| 225 | 80 mm dia |
| 226 | Proving and Fixing 32 mm dia Full way valve or wheel valve as per IS:778 or amended up to date of approved make, on pump delivery pipe. |
| 227 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. |
| 228 | Construction of bore hole for shallow depth tube well from ground level to required depth for following size for all type of relevant strata by percussion/ rotary drilling/ hand boring method excluding cost of casing pipe. Thebore hole should be as per nominal bore of PVC casing pipe. The work will be complete after obtaining sand free water. |
| 229 | 125 mm dia nominal bore |
| 230 | 150 mm dia nominal bore |
| 231 | 200 mm dia nominal bore |
| 232 | 250 mm dia nominal bore |
| 233 | Providing and Lowering of ISI mark PVC-U casing and screen pipe as per IS : 12818 : 2010 or amended up to date having pipe thickness as per IS code suitable for TW and DCB with threading , winding with superior quality of plastic mesh & rope in three layers with end cap complete as per technical specification and direction of Engineer In charge. |
| 234 | Shallow well casing pipe (CS) suitable for depth up to 80 mtr. |
| 235 | 150 mm nominal dia ( internal dia ). |
| 236 | 200 mm nominal dia ( internal dia ). |
| 237 | 250 mm nominal dia ( internal dia ). |
| 238 | Medium well casing pipe (CM) suitable for depth above 80 mtr and up to 250 mtr. |
| 239 | 100 mm nominal dia ( internal dia ) |
| 240 | 125 mm nominal dia ( internal dia ) |
| 241 | 150 mm nominal dia ( internal dia ) |
| 242 | 200 mm nominal dia ( internal dia ) |
| 243 | 250 mm nominal dia ( internal dia ) |
| 244 | Supply of ISI mark AC pressure pipe class 15 manufactured by MAZZA process as per IS:1592-2003 or amended up to date, for casing of tube wellfor following dia nominal bore, with jointing material PVC coupler as per technical specification and direction of Engineer In charge. |
| 245 | 125 mm nominal dia |
| 246 | 150 mm nominal dia |
| 247 | 200 mm nominal dia |
| 248 | 250 mm nominal dia |
| 249 | 300 mm nominal dia |
| 250 | Making slots of hole size and Nos. as directed by EIC in AC pressure pipe Class 15 as per technical specification for using slotted pipe in TW casing. |
| 251 | Dry sinking of well true & vertical in all types of soil including sand, silt, clay, mixed up to 25% with gravel and river bed stones up to size 300 mm in any direction complete as per drawing and technical specification (depth from level of placing of cutting edge & internal dia,to be taken for measurement) rate includes all percentage of pebbles, boulders and river bed stones. (depth to be measured from ground level) |
| 252 | for depth up to 5.00 m |
| 253 | for depth from 5.00 m to 10.0 mtr |
| 254 | for depth from10.0 m to 15.0 mtr |
| 255 | for depth from15.0 m to 20.0 mtr and above. |
| 256 | Wet sinking of well in all type of strata (soil & boulders in any quantity) including required operations like chiselling, air and water jetting, hoist drives, skilled divers etc. for removal of isolated obstructions and minor blasting if required and lifting of excavated material up to ground level, and spreading the samewith ramming and watering within a radius of 50 m from the site of open well. Rate includes all percentage of pebbles, boulders and river bed stones. (depth to be measured from ground level) |
| 257 | for depth up to 5.00m |
| 258 | for depth from 5.00m to 10.0 mtr |
| 259 | for depth from 10.00m to 15.0 mtr |
| 260 | for depth from 15.0 m to 20.0 mtr |
| 261 | for depth from 20.0 m to 25.0 mtr |
| 262 | for depth from 25.0 m to 30.0 mtr and above. |
| 263 | Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan)for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. |
| 264 | All kind of soil |
| 265 | Ordinary Rock |
| 266 | Hard Rock (Requiring blasting) |
| 267 | Hard Rock (Blasting Prohibited) |
| 268 | Add extra over item No. 2.39.1 for every additional lift of 1.5 Mtr. or part thereof : In all kind of soils. |
| 269 | Add extra over item No. 2.39.2-4 for every additional lift of 1.5 Mtr. or part thereof : In Ordinary rock and hard rock. |
| 270 | Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering. |
| 271 | Labour charges for horizontal boring 100 mm dia in open well in rocky stratawith all types of rock cutting & drilling tools etc. including all T&P required for job including dewatering arrangement. |
| 272 | Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: - |
| 273 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall.e) Successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab. |
| 274 | j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mmp) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 275 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M |
| 276 | 50 KL capacity |
| 277 | 75 KL capacity |
| 278 | Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - |
| 279 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). |
| 280 | k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 281 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M |
| 282 | 100 KL capacity |
| 283 | 150KL capacity |
| 284 | 200KL capacity |
| 285 | 250KL capacity |
| 286 | 300KL capacity |
| 287 | 400KL capacity |
| 288 | 500KL capacity |
| 289 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 20 M |
| 290 | 100 KL capacity |
| 291 | 150KL capacity |
| 292 | 200KL capacity |
| 293 | 250KL capacity |
| 294 | 300KL capacity |
| 295 | 400KL capacity |
| 296 | 500KL capacity |
| 297 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 22 M |
| 298 | 100 KL capacity |
| 299 | 150KL capacity |
| 300 | 200KL capacity |
| 301 | 250KL capacity |
| 302 | 300KL capacity |
| 303 | 400KL capacity |
| 304 | 500KL capacity |
| 305 | For staging above 22 Mtr ( only in exceptional condition where hydraulics not permit) add 2% per Mtr above 22 Mtr. |
| 306 | Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - |
| 307 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. |
| 308 | h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 309 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 |
| 310 | 50 KL capacity |
| 311 | 75 KL capacity |
| 312 | 100 KL capacity |
| 313 | 150KL capacity |
| 314 | 200KL capacity |
| 315 | 250KL capacity |
| 316 | 300KL capacity |
| 317 | Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 |
| 318 | 50 KL capacity |
| 319 | 75 KL capacity |
| 320 | 100 KL capacity |
| 321 | 150KL capacity |
| 322 | 200KL capacity |
| 323 | 250KL capacity |
| 324 | 300KL capacity |
| 325 | Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: - |
| 326 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. .b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. |
| 327 | h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k)Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 328 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE2,3 & 4 |
| 329 | 400 KL capacity |
| 330 | Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 |
| 331 | 400 KL capacity |
| 332 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3. |
| 333 | 500 KL capacity |
| 334 | 600 KL capacity |
| 335 | 700 KL capacity |
| 336 | 800 KL capacity |
| 337 | 900 KL capacity |
| 338 | 1000 KL capacity |
| 339 | Rates for RCC Partially Underground type clear water reservoir SBC 12.5 T/sqm, SEISMIC ZONE-2 & 3. |
| 340 | 500 KL capacity |
| 341 | 600 KL capacity |
| 342 | 700 KL capacity |
| 343 | 800 KL capacity |
| 344 | 900 KL capacity |
| 345 | 1000 KL capacity |
| 346 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-4 |
| 347 | 500 KL capacity |
| 348 | 600 KL capacity |
| 349 | 700 KL capacity |
| 350 | 800 KL capacity |
| 351 | 900 KL capacity |
| 352 | 1000 KL capacity |
| 353 | Rates for RCC Partially Underground type clear water reservoir SBC 12.5 T/sqm, SEISMIC ZONE-4 |
| 354 | 500 KL capacity |
| 355 | 600 KL capacity |
| 356 | 700 KL capacity |
| 357 | 800 KL capacity |
| 358 | 900 KL capacity |
| 359 | 1000 KL capacity |
| 360 | Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3 |
| 361 | 500 KL capacity |
| 362 | 600 KL capacity |
| 363 | 700 KL capacity |
| 364 | 800 KL capacity |
| 365 | 900 KL capacity |
| 366 | 1000 KL capacity |
| 367 | Rates for RCC Underground type clear water reservoir SBC 12.5 T/sqm, SEISMIC ZONE- 2 & 3 |
| 368 | 500 KL capacity |
| 369 | 600 KL capacity |
| 370 | 700 KL capacity |
| 371 | 800 KL capacity |
| 372 | 900 KL capacity |
| 373 | 1000 KL capacity |
| 374 | Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-4 |
| 375 | 500 KL capacity |
| 376 | 600 KL capacity |
| 377 | 700 KL capacity |
| 378 | 800 KL capacity |
| 379 | 900 KL capacity |
| 380 | 1000 KL capacity |
| 381 | Rates for RCC Underground type clear water reservoir SBC 12.5 T/sqm, SEISMIC ZONE-4 |
| 382 | 500 KL capacity |
| 383 | 600 KL capacity |
| 384 | 700 KL capacity |
| 385 | 800 KL capacity |
| 386 | 900 KL capacity |
| 387 | 1000 KL capacity |
| 388 | Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: - |
| 389 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work.c) All the GLSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from top bottom Slab inside container. Providing and fixing water level indicator (Float type). |
| 390 | i) Providing and fixing MS ladder from ground to top slab with safety cage. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 391 | Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III andSBC18T/sqm |
| 392 | 50 KL capacity |
| 393 | 100 KL capacity |
| 394 | 150 KL capacity |
| 395 | 200 KL capacity |
| 396 | 250 KL capacity |
| 397 | 300 KL capacity |
| 398 | 400 KL capacity |
| 399 | 500 KL capacity |
| 400 | Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-4 & SBC 18T/sqm |
| 401 | 50 KL capacity |
| 402 | 100 KL capacity |
| 403 | 150 KL capacity |
| 404 | 200 KL capacity |
| 405 | 250 KL capacity |
| 406 | 300 KL capacity |
| 407 | 400 KL capacity |
| 408 | 500 KL capacity |
| 409 | Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. |
| 410 | 50 mm |
| 411 | 65 mm |
| 412 | 80 mm |
| 413 | 100 mm |
| 414 | Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. |
| 415 | 100 mm |
| 416 | 150 mm |
| 417 | 200 mm |
| 418 | 250 mm |
| 419 | 300 mm |
| 420 | 350 mm |
| 421 | 400 mm |
| 422 | 450 mm |
| 423 | 500 mm |
| 424 | 600 mm |
| 425 | 700 mm |
| 426 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil |
| 427 | Add extra for trenches for every additional lift over item no 4.1 |
| 428 | Above 1.5 mtr and up to 3.0 mtr. |
| 429 | Above 3.0 mtr and up to 4.5 mtr. |
| 430 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: |
| 431 | Ordinary rock |
| 432 | Hard rock (requiring blasting) |
| 433 | Hard rock(blasting prohibited) |
| 434 | Add extra for trenches for every additional lift over item no 4.3 |
| 435 | Above 1.5 mtr and up to 3.0 mtr. |
| 436 | Above 3.0 mtr and up to 4.5 mtr. |
| 437 | Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 438 | Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. |
| 439 | Bituminous courses |
| 440 | Granular courses |
| 441 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 442 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 443 | M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 444 | Plain cement concrete pavementof M-30 Grade |
| 445 | Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) |
| 446 | 60 mm thick. |
| 447 | 80 mm thick. |
| 448 | 100 mm thick |
| 449 | Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work.Excluding cost of pipe line.Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads. |
| 450 | Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. |
| 451 | 300 mm Dia 8 mm thick casing pipe. |
| 452 | 400 mm Dia 8 mm thick casing pipe . |
| 453 | 500 mm Dia 8 mm thick casing pipe . |
| 454 | 600 mm Dia 10 mm thick casing pipe . |
| 455 | 700 mm Dia 10 mm thick casing pipe . |
| 456 | Removing& Re-fixing of Bricks Kharbanja road by manual means for laying of pipe line, stacking of serviceable & unserviceable material separately, disposal of dismantled material lead upto 50 mtr. The Bricksinterlockingbe laid on average 12 mm thick bed of mud mortar and the joints to be filled with pointing in cement mortar 1:3. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the direction of Engineer in charge. The rates are inclusive of fixing of minimum 70 percent reusable Bricks and cost of required newFirst class FPS bricks (min. 10.5 Mpa) in place of damaged bricks, alllead and lift as per Technical Specifications and direction of Engineer in Charge. |
| 457 | Horizontal aligned Bricks |
| 458 | Vertical aligned Bricks |
| 459 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 460 | Centrifugal Monoblock Pump set (Single Stage) |
| 461 | 2.2 KW (3.0 HP) |
| 462 | 3.7 KW (5.0 HP) |
| 463 | 5.5 KW (7.5 HP) |
| 464 | 7.5 KW (10 HP) |
| 465 | 9.3 KW (12.5 HP) |
| 466 | 11.0 KW (15 HP) |
| 467 | 15.0 KW (20.0 HP) |
| 468 | 18.5 KW (25.0 HP) |
| 469 | Centrifugal Monoblock Pump set (Double Stage) |
| 470 | 3.7 KW (5.0 HP) |
| 471 | 5.5 KW (7.5 HP) |
| 472 | 7.5 KW (10.0 HP) |
| 473 | 9.3 KW (12.5 HP) |
| 474 | 11.0 KW (15.0 HP) |
| 475 | 15.0 KW (20.0 HP) |
| 476 | Vacuum Pump set (Monoblock) |
| 477 | Providing, installation, testing and commissioning of Mono block Vacuum pump set with base plate including C.C. foundation / cross channels / RSJ frame and foundation bolts etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge. |
| 478 | 0.75 KW (1 HP), single Ph |
| 479 | 2.2 KW (3 HP), three Ph |
| 480 | Vacuum Pump set (Coupled) |
| 481 | Providing, installation, testing and commissioning of Vacuum pump set with horizontal foot mounted TEFC squirrel cage motor working on three phase 50 Hz, 415 Volts +/- 10% with base plate including cost of flexible couplings, coupling guard etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge. |
| 482 | 3.7 KW (5.0 HP) |
| 483 | 7.5 KW (10.0 HP) |
| 484 | Providing, installation, testing and commissioningof Submerged Centrifugal Pump sets with motor 4 pole synchronised speed of 1500 rpm ( water immersed, dry air filled, class \"F\" insulated TEWC motor integrally mounted on volute casing pump sets for drinking water ) 3 phase, +/- 3%, 415 volt +/- 10%, along with suitable foundation/ installation device and with 10 mtr cable, material of construction of impeller SS, casing (volute) CI, wearing ring SS, etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 485 | 15 KW |
| 486 | 18.5 KW |
| 487 | 22 KW |
| 488 | 30 KW |
| 489 | 37 KW |
| 490 | 45 KW |
| 491 | 55 KW |
| 492 | Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and2 pole motor operating at synchronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fibre bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 493 | 2.2 KW (3.0 HP) |
| 494 | 3.7 KW (5.0 HP) |
| 495 | 5.5 KW (7.5 HP) |
| 496 | 7.5 KW (10 HP) |
| 497 | 9.3 KW (12.5 HP) |
| 498 | 11.0 KW (15 HP) |
| 499 | 15.0 KW (20.0 HP) |
| 500 | Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditionsmentioned in TD. |
| 501 | 0.75 KW (1.0 HP) |
| 502 | 1.5 KW (2.0 HP) |
| 503 | 2.2 KW (3.0 HP) |
| 504 | 3.7 KW (5.0 HP ) |
| 505 | Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ. |
| 506 | Discharge 20 to 30 LPS and head 20 to 30 M |
| 507 | Discharge 20 to 30 LPS and head 31 to 40 M |
| 508 | Discharge 20 to 30 LPS and head 41 to 50 M |
| 509 | Discharge 20 to 30 LPS and head 51 to 60 M |
| 510 | Discharge 20 to 30 LPS and head 61 to 70 M |
| 511 | Discharge 20 to 30 LPS and head 71 to 80 M |
| 512 | Discharge 20 to 30 LPS and head 81 to 90 M |
| 513 | Discharge 31 t0 40 LPS and head 20 to 30 M |
| 514 | Discharge 31 t0 40 LPS and head 31 to 40 M |
| 515 | Discharge 31 t0 40 LPS and head 41 to 50 M |
| 516 | Discharge 31 t0 40 LPS and head 51 to 60 M |
| 517 | Discharge 31 t0 40 LPS and head 61 to 70 M |
| 518 | Discharge 31 to 40 LPS and head 71 to 80 M |
| 519 | Discharge 31 to 40 LPS and head 81 to 90 M |
| 520 | Discharge 41 t0 50 LPS and head 20 to 30 M |
| 521 | Discharge 41 t0 50 LPS and head 31 to 40 M |
| 522 | Discharge 41 t0 50 LPS and head 41 to 50 M |
| 523 | Discharge 41 t0 50 LPS and head 51 to 60 M |
| 524 | Discharge 41 t0 50 LPS and head 61 to 70 M |
| 525 | Discharge 41 to 50 LPS and head 71 to 80 M |
| 526 | Discharge 41 to 50 LPS and head 81 to 90 M |
| 527 | Discharge 51 to 60 LPS and head 20 to 30 M |
| 528 | Discharge 51 to 60 LPS and head 31 to 40 M |
| 529 | Discharge 51 to 60 LPS and head 41 to 50 M |
| 530 | Discharge 51 to 60 LPS and head 51 to 60 M |
| 531 | Discharge 51 to 60 LPS and head 61 to 70 M |
| 532 | Discharge 51 to 60 LPS and head 71 to 80 M |
| 533 | Discharge 51 to 60 LPS and head 81 to 90 M |
| 534 | Discharge 61 to 70 LPS and head 20 to 30 M |
| 535 | Discharge 61 to 70 LPS and head 31 to 40 M |
| 536 | Discharge 61 to 70 LPS and head 41 to 50 M |
| 537 | Discharge 61 to 70 LPS and head 51 to 60 M |
| 538 | Discharge 61 to 70 LPS and head 61 to 70 M |
| 539 | Discharge 61 to 70 LPS and head 71 to 80 M |
| 540 | Discharge 61 to 70 LPS and head 81 to 90 M |
| 541 | Discharge 71 to 80 LPS and head 20 to 30 M |
| 542 | Discharge 71 to 80 LPS and head 31 to 40 M |
| 543 | Discharge 71 to 80 LPS and head 41 to 50 M |
| 544 | Discharge 71 to 80 LPS and head 51 to 60 M |
| 545 | Discharge 71 to 80 LPS and head 61 to 70 M |
| 546 | Discharge 71 to 80 LPS and head 71 to 80 M |
| 547 | Discharge 71 to 80 LPS and head 81 to 90 M |
| 548 | Discharge 81 to 90 LPS and head 20 to 30 M |
| 549 | Discharge 81 to 90 LPS and head 31 to 40 M |
| 550 | Discharge 81 to 90 LPS and head 41 to 50 M |
| 551 | Discharge 81 to 90 LPS and head 51 to 60 M |
| 552 | Discharge 81 to 90 LPS and head 61 to 70 M |
| 553 | Discharge 81 to 90 LPS and head 71 to 80 M |
| 554 | Discharge 81 to 90 LPS and head 81 to 90 M |
| 555 | Discharge 91 to 100 LPS and head 20 to 30 M |
| 556 | Discharge 91 to 100 LPS and head 31 to 40 M |
| 557 | Discharge 91 to 100 LPS and head 41 to 50 M |
| 558 | Discharge 91 to 100 LPS and head 51 to 60 M |
| 559 | Discharge 91 to 100 LPS and head 61 to 70 M |
| 560 | Discharge 91 to 100 LPS and head 71 to 80 M |
| 561 | Discharge 91 to 100 LPS and head 81 to 90 M |
| 562 | Discharge 101 to 120 LPS and head 20 to 30 M |
| 563 | Discharge 101 to 120 LPS and head 31 to 40 M |
| 564 | Discharge 101 to 120 LPS and head 41 to 50 M |
| 565 | Discharge 101 to 120 LPS and head 51 to 60 M |
| 566 | Discharge 101 to 120 LPS and head 61 to 70 M |
| 567 | Discharge 101to 120 LPS and head 71 to 80 M |
| 568 | Discharge 101to 120 LPS and head 81 to 90 M |
| 569 | Discharge 121 to 140 LPS and head 20 to 30 M |
| 570 | Discharge 121 to 140 LPS and head 31 to 40 M |
| 571 | Discharge 121 to 140 LPS and head 41 to 50 M |
| 572 | Discharge 121 to 140 LPS and head 51 to 60 M |
| 573 | Discharge 121 to 140 LPS and head 61 to 70 M |
| 574 | Discharge 121 to 140 LPS and head 71 to 80 M |
| 575 | Discharge 121 to 140 LPS and head 81 to 90 M |
| 576 | Discharge 141 to 160 LPS and head 20 to 30 M |
| 577 | Discharge 141 to 160 LPS and head 31 to 40 M |
| 578 | Discharge 141 to 160 LPS and head 41 to 50 M |
| 579 | Discharge 141 to 160 LPS and head 51 to 60 M |
| 580 | Discharge 141 to 160 LPS and head 61 to 70 M |
| 581 | Discharge 141 to 160 LPS and head 71 to 80 M |
| 582 | Discharge 141 to 160 LPS and head 81 to 90 M |
| 583 | Discharge 161 to 180 LPS and head 20 to 30 M |
| 584 | Discharge 161 to 180 LPS and head 31 to 40 M |
| 585 | Discharge 161 to 180 LPS and head 41 to 50 M |
| 586 | Discharge 161 to 180 LPS and head 51 to 60 M |
| 587 | Discharge 161 to 180 LPS and head 61 to 70 M |
| 588 | Discharge 161 to 180 LPS and head 71 to 80 M |
| 589 | Discharge 161 to 180LPS and head 81 to 90 M |
| 590 | Discharge 181 to 200 LPS and head 20 to 30 M |
| 591 | Discharge 181 to 200 LPS and head 31 to 40 M |
| 592 | Discharge 181 to 200 LPS and head 41 to 50 M |
| 593 | Discharge 181 to 200 LPS and head 51 to 60 M |
| 594 | Discharge 181 to 200 LPS and head 61 to 70 M |
| 595 | Discharge 181 to 200 LPS and head 71 to 80 M |
| 596 | Discharge 181 to 200 LPS and head 81 to 90 M |
| 597 | Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ. |
| 598 | Discharge 201 to 220 LPS and head 20 to 30 M |
| 599 | Discharge 201 to 220 LPS and head 31 to 40 M |
| 600 | Discharge 201 to 220 LPS and head 41 to 50 M |
| 601 | Discharge 201 to 220 LPS and head 51 to 60 M |
| 602 | Discharge 201 to 220 LPS and head 61 to 70 M |
| 603 | Discharge 221 to 240 LPS and head 20 to 30 M |
| 604 | Discharge 221 to 240 LPS and head 31 to 40 M |
| 605 | Discharge 221 to 240 LPS and head 41 to 50 M |
| 606 | Discharge 221 to 240 LPS and head 51 to 60 M |
| 607 | Discharge 221 to 240 LPS and head 61 to 70 M |
| 608 | Discharge 241 to 260 LPS and head 20 to 30 M |
| 609 | Discharge 241 to 260 LPS and head 31 to 40 M |
| 610 | Discharge 241 to 260 LPS and head 41 to 50 M |
| 611 | Discharge 241 to 260 LPS and head 51 to 60 M |
| 612 | Discharge 241 to 260 LPS and head 61 to 70 M |
| 613 | Discharge 261 to 280 LPS and head 20 to 30 M |
| 614 | Discharge 261 to 280 LPS and head 31 to 40 M |
| 615 | Discharge 261 to 280 LPS and head 41 to 50 M |
| 616 | Discharge 261 to 280 LPS and head 51 to 60 M |
| 617 | Discharge 261 to 280 LPS and head 61 to 70 M |
| 618 | Discharge 281 to 300 LPS and head 20 to 30 M |
| 619 | Discharge 281 to 300 LPS and head 31 to 40 M |
| 620 | Discharge 281 to 300 LPS and head 41 to 50 M |
| 621 | Discharge 281 to 300 LPS and head 51 to 60 M |
| 622 | Discharge 281 to 300 LPS and head 61 to 70 M |
| 623 | Discharge 301 to 325 LPS and head 20 to 30 M |
| 624 | Discharge 301 to 325 LPS and head 31 to 40 M |
| 625 | Discharge 301 to 325 LPS and head 41 to 50 M |
| 626 | Discharge 301 to 325 LPS and head 51 to 60 M |
| 627 | Discharge 301 to 325 LPS and head 61 to 70 M |
| 628 | Discharge 326 to 350 LPS and head 20 to 30 M |
| 629 | Discharge 326 to 350 LPS and head 31 to 40 M |
| 630 | Discharge 326 to 350 LPS and head 41 to 50 M |
| 631 | Discharge 326 to 350 LPS and head 51 to 60 M |
| 632 | Discharge 326 to 350 LPS and head 61 to 70 M |
| 633 | Discharge 351 to 400 LPS and head 20 to 30 M |
| 634 | Discharge 351to 400 LPS and head 31 to 40 M |
| 635 | Discharge 351to 400 LPS and head 41 to 50 M |
| 636 | Discharge 351 to 400 LPS and head 51 to 60 M |
| 637 | Discharge 351 to 400 LPS and head 61 to 70 M |
| 638 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 639 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 640 | 80 mm HW |
| 641 | 100 mm HW |
| 642 | 125 mm HW |
| 643 | 150 mm HW |
| 644 | 200 mm HW |
| 645 | 250 mm HW |
| 646 | 300 mm HW |
| 647 | 350 mm with Gear |
| 648 | 400 mm with Gear |
| 649 | 450 mm with Gear |
| 650 | 500 mm with Gear |
| 651 | 600 mm with Gear |
| 652 | Motorized Sluice Valves with Electric Actuator with integral starter of Class PN 1.0 |
| 653 | 80 mm dia |
| 654 | 100 mm dia |
| 655 | 125 mm dia |
| 656 | 150 mm dia |
| 657 | 200 mm dia |
| 658 | 250 mm dia |
| 659 | 300 mm dia |
| 660 | 350 mm dia |
| 661 | 400 mm dia |
| 662 | 450 mm dia |
| 663 | 500 mm dia |
| 664 | 600 mm dia. |
| 665 | Providing, lowering, laying, aligning, fixing inposition CI D/F short body pattern type butterfly valves having body, disc and end cover in graded cast irongenerally conforming to (IS13095/1991amendedup to date), synthetic rubber faced ring secured on disc by retaining ring with SS steel screw stub shaft of SS riding in Teflon bearing including C.C. foundation/ structural steel support, material,labour,testingalongwith pipe line andcommissioning asperTechnical Specifications andasper direction of Engineer in charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work |
| 666 | Manually Operated Butterfly Valve PN-1.0 |
| 667 | 100 mm dia ( With lever operated) |
| 668 | 125 mm dia ( With lever operated) |
| 669 | 150 mm dia ( With lever operated) |
| 670 | 200 mm dia (With Gear Operated) |
| 671 | 250 mm dia (With Gear Operated) |
| 672 | 300 mm dia (With Gear Operated) |
| 673 | 350 mm dia (With Gear Operated) |
| 674 | 400 mm dia(With Gear Operated) |
| 675 | 450 mm dia (With Gear Operated) |
| 676 | 500 mm dia (With Gear Operated) |
| 677 | 600 mm dia (With Gear Operated) |
| 678 | 700 mm dia (With Gear Operated) |
| 679 | 800 mm dia (With Gear Operated) |
| 680 | 900 mm dia (With Gear Operated) |
| 681 | 1000 mm dia (With Gear Operated) |
| 682 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy(Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft ofSS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 683 | Class PN 1.0 |
| 684 | 80 mm dia |
| 685 | 100 mm dia |
| 686 | 125 mm dia |
| 687 | 150 mm dia |
| 688 | 200 mm dia |
| 689 | 250 mm dia |
| 690 | 300 mm dia |
| 691 | 350 mm dia |
| 692 | 400 mm dia |
| 693 | 450 mm dia |
| 694 | 500 mm dia |
| 695 | 600 mm dia |
| 696 | Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality) ,Body seat of SS ,Face to face dimensions as per API: 594 ,Flanges Drilled as per IS:1538.Epoxy (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside . Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \"O \"ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 697 | Class PN 1.0 |
| 698 | 80 mm dia |
| 699 | 100 mm dia |
| 700 | 125 mm dia |
| 701 | 150 mm dia |
| 702 | 200 mm dia |
| 703 | 250 mm dia |
| 704 | 300 mm dia |
| 705 | 350 mm dia |
| 706 | 400 mm dia |
| 707 | 450 mm dia |
| 708 | 500 mm dia |
| 709 | 600 mm dia |
| 710 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CS Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 711 | Class PN 1.0 |
| 712 | 15 mm S-1 Type |
| 713 | 25 mm S-1 Type |
| 714 | 40 mm S-1 Type |
| 715 | 50 mm S-2 Type |
| 716 | Class PN 1.6 |
| 717 | 15 mm S-1 Type |
| 718 | 25 mm S-1 Type |
| 719 | 40 mm S-1 Type |
| 720 | 50 mm S-2 Type |
| 721 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1.HP Orifice-HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 722 | Class PN 1.0 |
| 723 | 40 mm |
| 724 | 50 mm |
| 725 | 80 mm |
| 726 | 100 mm |
| 727 | 150 mm |
| 728 | 200 mm |
| 729 | Class PN 1.6 |
| 730 | 40 mm |
| 731 | 50 mm |
| 732 | 80 mm |
| 733 | 100 mm |
| 734 | 150 mm |
| 735 | 200 mm |
| 736 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications:Governing standard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200 ,Float- LP ball & HP ball : AISI 304 stainless Steel, Float Guide- HTB1,Seat ring & Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, with CI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedup to date) PN 1.0 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 737 | Class PN 1.0 |
| 738 | 40 mm |
| 739 | 50 mm |
| 740 | 80 mm |
| 741 | 100 mm |
| 742 | 150 mm |
| 743 | 200 mm |
| 744 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 745 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 746 | 80 mm dia |
| 747 | 100 mm dia |
| 748 | 125 mm dia |
| 749 | 150 mm dia |
| 750 | 200 mm dia |
| 751 | 250 mm dia |
| 752 | 300 mm dia |
| 753 | 350 mm dia |
| 754 | 400 mm dia |
| 755 | 450 mm dia |
| 756 | 500 mm dia |
| 757 | 600 mm dia. |
| 758 | 700 mm dia. With Gear |
| 759 | 800 mm dia. With Gear |
| 760 | 900 mm dia. With Gear |
| 761 | 1000 mm dia. With Gear |
| 762 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.0 |
| 763 | 80 mm dia |
| 764 | 100 mm dia |
| 765 | 125 mm dia |
| 766 | 150 mm dia |
| 767 | 200 mm dia |
| 768 | 250 mm dia |
| 769 | 300 mm dia |
| 770 | 350 mm dia |
| 771 | 400 mm dia |
| 772 | 450 mm dia |
| 773 | 500 mm dia |
| 774 | 600 mm dia. |
| 775 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6 |
| 776 | 80 mm dia |
| 777 | 100 mm dia |
| 778 | 125 mm dia |
| 779 | 150 mm dia |
| 780 | 200 mm dia |
| 781 | 250 mm dia |
| 782 | 300 mm dia |
| 783 | 350 mm dia |
| 784 | 400 mm dia |
| 785 | 450 mm dia |
| 786 | 500 mm dia |
| 787 | 600 mm dia. |
| 788 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR \"O \"ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 789 | Class PN 1.6, Manually Operated with Gear |
| 790 | 100 mm dia |
| 791 | 150 mm dia |
| 792 | 200 mm dia |
| 793 | 250 mm dia |
| 794 | 300 mm dia |
| 795 | 350 mm dia |
| 796 | 400 mm dia |
| 797 | 450 mm dia |
| 798 | 500 mm dia |
| 799 | 600 mm dia |
| 800 | 700 mm dia |
| 801 | 800 mm dia. |
| 802 | 900 mm dia. |
| 803 | 1000 mm dia. |
| 804 | Class PN1.6 Manually Operated With Gear |
| 805 | 100 mm dia |
| 806 | 150 mm dia |
| 807 | 200 mm dia |
| 808 | 250 mm dia |
| 809 | 300 mm dia |
| 810 | 350 mm dia |
| 811 | 400 mm dia |
| 812 | 450 mm dia |
| 813 | 500 mm dia |
| 814 | 600 mm dia |
| 815 | 700 mm dia. |
| 816 | 800 mm dia. |
| 817 | 900 mm dia. |
| 818 | 1000 mm dia. |
| 819 | Class PN 1.0, Motorised Operated |
| 820 | 200 mm dia |
| 821 | 250 mm dia |
| 822 | 300 mm dia |
| 823 | 350 mm dia |
| 824 | 400 mm dia |
| 825 | 450 mm dia |
| 826 | 500 mm dia |
| 827 | 600 mm dia |
| 828 | 700 mm dia |
| 829 | 800 mm dia. |
| 830 | 900 mm dia. |
| 831 | 1000 mm dia. |
| 832 | Class PN 1.6, Motorised Operated |
| 833 | 200 mm dia |
| 834 | 250 mm dia |
| 835 | 300 mm dia |
| 836 | 350 mm dia |
| 837 | 400 mm dia |
| 838 | 450 mm dia |
| 839 | 500 mm dia |
| 840 | 600 mm dia |
| 841 | 700 mm dia. |
| 842 | 800 mm dia. |
| 843 | 900 mm dia. |
| 844 | 1000 mm dia. |
| 845 | Providing, lowering, aligning, fixing in position in pipe line, DIresilient seated (soft seated) Concentric Wafer type,Butterfly valves of approved make of following Pressure rating & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications:Body-Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc - DI (same as body material) / CS,Face to face dimensions as per DIN 3202 F4/ IS 13095 ,Flanges Drilled as per IS:1538 ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside .Liner & Disc seal - EPDM/ Neoprene (food grade quality) ,Shaft of SS- AISI- 410/420 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR \"O \"ring seal , Nut-Bolt confirming to IS:1363 and IS: 1367/ Galvanised steel, Insertion rubber of black EPDM 6mm thick ,Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 846 | Class PN 1.6, Wafer Type |
| 847 | 80 mm (Lever Operated) |
| 848 | 100 mm (Lever Operated) |
| 849 | 125 mm (Lever Operated |
| 850 | 150 mm (Lever Operated) |
| 851 | 200 mm (with Gear) |
| 852 | 250 mm (with Gear) |
| 853 | 300 mm (with Gear) |
| 854 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions,Face to face dimensions as per IS 5312 (part -1):2004Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brasswith EPDM/NBR \"O \"ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel)Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 855 | Class PN 1.6 |
| 856 | 80 mm dia |
| 857 | 100 mm dia |
| 858 | 125 mm dia |
| 859 | 150 mm dia |
| 860 | 200 mm dia |
| 861 | 250 mm dia |
| 862 | 300 mm dia |
| 863 | 350 mm dia |
| 864 | 400 mm dia |
| 865 | 450 mm dia |
| 866 | 500 mm dia |
| 867 | 600 mm dia |
| 868 | Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \"O \"ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 869 | Class PN 1.6 |
| 870 | 80 mm dia |
| 871 | 100 mm dia |
| 872 | 125 mm dia |
| 873 | 150 mm dia |
| 874 | 200 mm dia |
| 875 | 250 mm dia |
| 876 | 300 mm dia |
| 877 | 350 mm dia |
| 878 | 400 mm dia |
| 879 | 450 mm dia |
| 880 | 500 mm dia |
| 881 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedup to date) PN 1.6 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 882 | Class PN 1.6 |
| 883 | 40 mm dia |
| 884 | 50 mm dia |
| 885 | 80 mm dia |
| 886 | 100 mm dia |
| 887 | 150 mm dia |
| 888 | 200 mm dia |
| 889 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications:Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBRDrilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512.), Valve including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 890 | Class PN 1.6 |
| 891 | 50 mm dia |
| 892 | 80 mm dia |
| 893 | 100 mm dia |
| 894 | 150 mm dia |
| 895 | 200 mm dia |
| 896 | Providing, lowering, aligning & fixing in position DI D/F Plunger Type Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications:Body-Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or EN-JS 1030,Plunger/ Piston - Stainless steel AISI- 304/ Gr 1.4301, Piston Guides- Bronze Welded Overlay / SS Shaft/Crank/Spindle- Stainless steel AISI- 410/ Gr 1.4021Body Seat Ring- Stainless steel AISI- 316/304/ Bronze IS:318- LTB2 ,Seal ( O- ring / Quad ring)- EPDM/ NBR, Bearing Bush - Bronze IS:318- LTB2,Slotted cylinder / Strainer / Diffuser- AISI- 420/ 304,Nut- Bolts - SS, Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2.Insertion rubber of black EPDM 6mm thick ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied bothinside and outside . Suitablesupport structure as per directions of EIC including jointing & jointing material,labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 897 | Plunger Type Flow Control Valve |
| 898 | 80 mm dia |
| 899 | 100mm dia |
| 900 | 125 mm dia |
| 901 | 150mm dia |
| 902 | 200mm dia |
| 903 | 250mm dia |
| 904 | 300mm dia |
| 905 | 350mm dia |
| 906 | 400mm dia |
| 907 | 450mm dia |
| 908 | 500mm dia |
| 909 | 600mm dia |
| 910 | 700mm dia |
| 911 | 800mm dia |
| 912 | 900mm dia |
| 913 | 1000mm dia |
| 914 | Providing, lowering, aligning and fixing in position DI D/F Diaphragm typePressure Reducing / Flow ControlValve of approved make of following Pressure rating & dia complete and of following specifications:Body & Bonnet -Ductile cast iron of grade GGG40/GGG50 as per DIN 1693or ASTM A 536, Diaphragm and Resilient seal disc - Flexible, non-wicking nylon fabric reinforced synthetic elastomer -Buna-N / EPDM(FDA / WRASapproved), Body Seat Ring - Cast stainless steel ASTM- A 351 GR. CF8M / AISI- 316, raised, replaceable inline & onsiteStem - Stainless Steel, AISI-316/410, raised, replaceable inline & onsite Spring & Bearing bush-Stainless Steel, AISI-316 ,Disc guide, disc retainer & diaphragm washer - Stainless Steel, AISI-304/ 316/Bronze ,Seal-EPDM/ NBR ,Pilot Body- Stainless Steel, AISI-304/ CF8 or Brass Tubing - Stainless Steel, AISI-304 / Copper ,Solenoid Valve- Stainless Steel, AISI-316 ,Throttling plug -Stainless Steel, AISI-304, Nut- Bolts - SS Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2.insertion rubber of black EPDM 6mm thick Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied bothinside and outside. Suitablesupport structure as per directions of EIC including jointing & jointing material,labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 915 | Pilot operated SCADA Compatible Diaphragm Type Pressure Reducing Valves (Class PN 1.6) |
| 916 | 80 mm dia |
| 917 | 100 mm dia |
| 918 | 125 mm dia |
| 919 | 150 mm dia |
| 920 | 200 mm dia |
| 921 | 250 mm dia |
| 922 | 300 mm dia |
| 923 | 350 mm dia |
| 924 | 400 mm dia |
| 925 | 450 mm dia |
| 926 | 500 mm dia |
| 927 | 600 mm dia |
| 928 | Diaphragm Type Flow Control Valve With Electrical Actuator suitable for scada (PN 1.6 ) |
| 929 | 80 mm dia |
| 930 | 100 mm dia |
| 931 | 125 mm dia |
| 932 | 150 mm dia |
| 933 | 200 mm dia |
| 934 | 250 mm dia |
| 935 | 300 mm dia |
| 936 | 350 mm dia |
| 937 | 400 mm dia |
| 938 | 450 mm dia |
| 939 | 500 mm dia |
| 940 | 600 mm dia |
| 941 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 942 | 80 mm dia |
| 943 | 100 mm dia. |
| 944 | 125 mm dia. |
| 945 | 150 mm dia. |
| 946 | 200 mm dia. |
| 947 | 250 mm dia. |
| 948 | 300 mm dia. |
| 949 | 350 mm dia. |
| 950 | 400 mm dia. |
| 951 | 450 mm dia. |
| 952 | 500 mm dia. |
| 953 | 600 mm dia. |
| 954 | Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. |
| 955 | 80 mm dia |
| 956 | 100 mm dia. |
| 957 | 125 mm dia. |
| 958 | 150 mm dia. |
| 959 | 200 mm dia. |
| 960 | 250 mm dia. |
| 961 | 300 mm dia. |
| 962 | 350 mm dia. |
| 963 | 400 mm dia. |
| 964 | 450 mm dia. |
| 965 | 500 mm dia. |
| 966 | 600 mm dia. |
| 967 | 700 mm dia. |
| 968 | 800 mm dia. |
| 969 | 900 mm dia. |
| 970 | 1000 mm dia. |
| 971 | Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer. |
| 972 | 80 mm dia. |
| 973 | 100 mmdia. |
| 974 | 125 mm dia. |
| 975 | 150 mm dia. |
| 976 | 200 mm dia. |
| 977 | 250 mm dia. |
| 978 | 300 mm dia. |
| 979 | 350 mm dia. |
| 980 | 400 mm dia. |
| 981 | 450 mm dia. |
| 982 | 500 mm dia. |
| 983 | 600 mm dia. |
| 984 | 700 mm dia. |
| 985 | 800 mm dia. |
| 986 | 900 mm dia. |
| 987 | 1000 mm dia. |
| 988 | Removing of existing CI/ DI Double flange sluice valves, non return valves, butter fly valves etc. in existing Distribution/ Rising Main/ Transmission Main pipe line of following sizes, works include de-jointing of valve, dewatering, taking it out of the pit with adequate safety arrangement at site and then refill the pit from excavated sand by ramming it at sides of pipe & up to ground level. Work shall be done as per specification, scope of work and direction of Engineer-in-charge. All old material shall be removed safely & all old material shall be deposited in Divisional Store.Note: Rates are exclusive of earth work and road cutting. |
| 989 | 80 mm |
| 990 | 100 mm |
| 991 | 125 mm |
| 992 | 150 mm |
| 993 | 200 mm |
| 994 | 250 mm |
| 995 | 300 mm |
| 996 | 350 mm |
| 997 | 400 mm |
| 998 | 450 mm |
| 999 | 500 mm |
| 1000 | 600 mm |
| 1001 | SITC DOLStarter type LT Panel of followingrating, all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thickduly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. complete as per Technical Specifications and as per direction of Engineer-In-Charge. |
| 1002 | DOL STARTER2.2 KW(3 HP)- :For 2 motors (1 W+ 1S) I/C -MCB 25A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 16A ,TP, 10 KA, C Curve (2), Power Cont 9A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (4-6A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2) |
| 1003 | DOL STARTER 3.7KW (5 HP )- : For 2 motors (1 W+ 1S) I/C -MCB 32A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 25A ,TP, 10 KA, C Curve (2), Power Cont 12A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2) |
| 1004 | DOL STARTER 5.5 KW (7.5HP)- : For 2 motors (1 W+ 1S)I/C -MCB 40A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 25A ,TP, 10 KA, C Curve (2), Power Cont 12A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2) |
| 1005 | SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. |
| 1006 | STAR DELTA STARTER 7.5 KW (10.0 HP)- : For 2 motors(1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) andO/G-MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) |
| 1007 | STAR DELTA STARTER 9.3 KW (12.5 HP)- : For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) |
| 1008 | STAR DELTA STARTER 11.0 KW (15.0 HP)- :For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) |
| 1009 | STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) |
| 1010 | STAR DELTA STARTER 18.5 KW (25.0 HP)- :For 2 motors (1 W+ 1S) I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 125/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (16-24A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 10 Kvar (2), S/D Timer(2) |
| 1011 | STAR DELTA STARTER 22.0 KW (30.0 HP)- :For 2 motors (1 W+ 1S) I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 125/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 40A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (23-32A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 12.5 Kvar (2), S/D Timer(2) |
| 1012 | Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. |
| 1013 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. |
| 1014 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. |
| 1015 | Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. |
| 1016 | For Class-AA loading |
| 1017 | Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm |
| 1018 | Sluice valve chamber of size 1.17m x 0.95m x1.47mfor pipe size-from 125-to-150mm |
| 1019 | Sluice valve chamber of size 1.26m x1.185m x1.88m for pipe size-from 200-to-300mm |
| 1020 | Sluice valve chamber of size 1.39m x1.43m x2.245mfor pipe size-from 350-to-450mm |
| 1021 | Sluice valve chamber of size 1.61m x1.75m x2.85mfor pipe size-from 500-to-700mm |
| 1022 | For Class-A loading |
| 1023 | Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm |
| 1024 | Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm |
| 1025 | Sluice valve chamber of size1.26m x1.185m x1.82mfor pipe size-from 200-to-300mm |
| 1026 | Sluice valve chamber of size1.39m x1.43m x2.185mfor pipe size-from 350-to-450mm |
| 1027 | Sluice valve chamber of size1.61m x1.75m x2.795mfor pipe size-from 500-to-700mm |
| 1028 | For in-campus Valve Chambers |
| 1029 | Sluice valve chamber of size1.13m x0.85m x1.225mfor pipe size-upto100mm |
| 1030 | Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm |
| 1031 | Sluice valve chamber of size1.26m x1.185m x1.76mfor pipe size-from 200-to-300mm |
| 1032 | Sluice valve chamber of size1.39m x1.43m x2.125mfor pipe size-from 350-to-450mm |
| 1033 | Sluice valve chamber of size1.61m x1.75m x2.72mfor pipe size-from 500-to-700mm |
| 1034 | Construction of RCC Air valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. |
| 1035 | For Class-AA loading |
| 1036 | Air valve chamber of size0.9m x1m x1.695mfor air valve size-from 50 mm-to-80mm |
| 1037 | Air valve chamber of size1m x1.1m x1.945m for air valve size of 100mm |
| 1038 | Air valve chamber of size1.05m x1.4m x2.42mfor air valve size of 150mm |
| 1039 | Air valve chamber of size1.325m x1.7m x2.875m for air valve size of 200mm |
| 1040 | For Class-A loading |
| 1041 | Air valve chamber of size0.9m x1m x1.71mfor air valve size-from 50 mm-to-80mm |
| 1042 | Air valve chamber of size1m x1.1m x1.96mfor air valve size of 100mm |
| 1043 | Air valve chamber of size1.05m x1.4m x2.42mfor air valve size of 150mm |
| 1044 | Air valve chamber of size1.325m x1.7m x2.9mfor air valve size of 200mm |
| 1045 | For in-campus Valve Chambers |
| 1046 | Air valve chamber of size0.9m x1m x1.66mfor air valve size-from 50 mm-to-80mm |
| 1047 | Air valve chamber of size1m x1.1m x1.91mfor air valve size of 100mm |
| 1048 | Air valve chamber of size1.05m x1.4m x2.37mfor air valve size of 150mm |
| 1049 | Air valve chamber of size1.325m x1.7m x2.825mfor air valve size of 200mm |
| 1050 | Construction of RCC Scour valve chamber wet type for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. |
| 1051 | For Class-AA loading |
| 1052 | Scour valve chamber of size1.13m x0.85m x1.985mfor connecting pipe size-upto100mm |
| 1053 | Scour valve chamber of size1.175m x0.95m x2.285mfor connecting pipe size-more than 100 mm & upto 150mm |
| 1054 | Scour valve chamber of size1.2m x1.08m x2.485mfor connecting pipe size- more than 150 mm & upto 200mm |
| 1055 | For Class-A loading |
| 1056 | Scour valve chamber of size1.13m x0.85m x1.95mfor connecting pipe size-upto100mm |
| 1057 | Scour valve chamber of size1.175m x0.95m x2.25mfor connecting pipe size-more than 100 mm & upto150mm |
| 1058 | Scour valve chamber of size1.2m x1.08m x2.45mfor connectingpipe size-more than 150 mm & upto200mm |
| 1059 | Construction of RCC Scour valve chamber dry type for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. |
| 1060 | For Class-AA loading |
| 1061 | Scour valve chamber of size1.13m x0.85m x1.985mfor connecting pipe size-upto100mm |
| 1062 | Scour valve chamber of size1.175m x0.95m x2.285mfor connecting pipe size- more than 100 mm & upto 150mm |
| 1063 | Scour valve chamber of size1.2m x1.08m x2.485mfor connecting pipe size- more than 150 mm & upto 200mm |
| 1064 | For Class-A loading |
| 1065 | Scour valve chamber of size1.13m x0.85m x1.95mfor connecting pipe size-upto100mm |
| 1066 | Scour valve chamber of size1.175m x0.95m x2.25mfor connecting pipe size-more than 100 mm & upto150mm |
| 1067 | Scour valve chamber of size1.2m x1.08m x2.45mfor connectingpipe size-more than 150 mm & upto200mm |
| 1068 | Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. |
| 1069 | Air valve pillarfor airvalves size of 80mmdia |
| 1070 | Air valve pillarfor airvalves size of 100mmdia |
| 1071 | Air valve pillarfor airvalves size of 150mmdia |
| 1072 | Air valve pillarfor airvalves size of 200mmdia |
| 1073 | Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document. |
| 1074 | Solar panels up to 10 KW at a single location. |
| 1075 | Solar panels more than 10 KW and up to 50 KW at a single location. |
| 1076 | Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designto withstand wind velocity up to 150km/hr. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structureandsuitable provision shall be included in tender document. |
| 1077 | Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation ofPV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structureandsuitable provision shall be included in tender document. |
| 1078 | Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and structure, showing arrangement of panel on rectangular OHSR with flat roof/ MS fabricated structure with polyethylene tank and installation ofPV module on above structure as per approved design and drawings. Mountingstructure shall be suitably designto withstand wind velocity up to 150km/hr. The work shall be as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. This item does not include cost of OHSR/ MS fabricated structure with tank but includes cost of items required for installation of solar panels on top of the tank.Note: There shall be 5 year service warranty for solar panel and mounting structureandsuitable provision shall be included in tender document. |
| 1079 | Providing, installation, testing and commissioning of AC submersible pump sets with inbuilt or individual solar pump controllerwith Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps..Solar pumpshall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope .Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switchbe provided. The cable shall be ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.The duty condition of pump set shall be as per scope of work and entire work shall be executed as per technical specification and direction of Engineer in charge. |
| 1080 | 0.75 KW (1.0 HP) |
| 1081 | 1.5 KW (2.0 HP) |
| 1082 | 2.2 KW (3.0 HP) |
| 1083 | 3.7 KW (5.0 HP) |
| 1084 | 5.5 KW (7.5 HP) |
| 1085 | 7.5 KW (10.0 HP) |
| 1086 | 9.3 KW (12.5 HP) |
| 1087 | 11 KW (15.0 HP) |
| 1088 | Supply, installation, testing and commissioning of DC submersible pump sets with inbuilt or individual solar pump controllerwith Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps.Solar pumpshall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope .Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switch suitable for DC use is to be provided. The cable shall be ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.The duty condition of pump set shall be as per scope of work and entire work shall be as per technical specification and direction of Engineer in charge. |
| 1089 | 0.75 KW (1.0 HP) |
| 1090 | 1.5 KW (2.0 HP) |
| 1091 | 2.2 KW (3.0 HP) |
| 1092 | Supply, installation, testing and commissioning of Remote monitoring unit on off grid solar controller for remote ON/OFF, parameter setting, monitoring and troubleshooting through mobile etc. complete. Web charges and data charges for 5 year during service warranty etc. complete in all respect as per technical specification and as per direction of Engineer. |
| 1093 | Providing, installation, testing and commissioning structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting for following staging and capacity of Rotational Moulded Polyethylene water storage tank on it as per indicative drawing given in the bid document. On thePolyethylene tanks, there shall be provision of suitable space for installation of solar panels up to 5.0 KW and further additional 2.5 KW on the side of Steel structure if required as per indicative drawing. Cost of solar panels is not included in this item . The structural steel shall be 120 micron hot dip galvanized iron and foundation of structure shall be in RCC with minimum depth as 2.0 mtr (other than rocky strata). The work includes P&F of Polyethylene Water Storage Tank(IS: 12701,ISI marked, indicating the BIS license No.) of approved make with cover. Providing & fixing 50 mm dia ISI marked G.I. class B pipe for inlet, outlet and over flow pipe and 32 mm GI class B pipe for wash out with GM gate valves at inlet and outlet pipe Including making connection etc. complete as per drawing, technical specification and direction of Engineer in In charge. The scope includes inlet GI pipe from ground level to water tank and outlet pipe from water tank to ground and up to 2.0 mtr away from foundation and overflow pipe is to be interconnected in distribution pipe line. Wash out pipe shall be taken up to a suitable point minimum 5.0 mtr away from tank. Water level controller shall installed to monitor level in tank and shall automatically shut off motor when tank is filled . |
| 1094 | Note: There shall be 5 year service warranty for structure, tank, fittings etc. andsuitable provision shall be included in tender document. |
| 1095 | 5000 Litre X 2 Nos. PE water tank, staging 10 meter. |
| 1096 | 7500 Litre X 2 Nos. PE water tank, staging 10 meter. |
| 1097 | 5000 Litre X 2 Nos. PE water tank , staging 12 meter. |
| 1098 | 7500 Litre X 2 Nos. PE water tank, staging 12 meter. |
| 1099 | SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304,Electrode : SS AISI 316L /Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart,Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 1100 | EFM 50 mm |
| 1101 | EFM 80 mm |
| 1102 | EFM100 mm |
| 1103 | EFM 125 mm |
| 1104 | EFM 150 mm |
| 1105 | EFM 200 mm |
| 1106 | EFM 250 mm |
| 1107 | EFM 300 mm |
| 1108 | EFM 400 mm |
| 1109 | EFM 450 mm |
| 1110 | EFM 500 mm |
| 1111 | EFM 600 mm |
| 1112 | SITC of Ultrasonic Flow Meter of approved make of following dia sized pipelines and specifications complete:Media : Water (Raw/Clear ) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow velocity range:-10 m/s to +10m/s (bidirectional),Power supply- 80 to 240 v/ AC, 50 Hz.,Output 1 : 4-20 mA, Communication Output : RS 485, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Acoustic path: single/ dual, Accuracy : ± 1% of M.V (max.) for size 50-300mm and ± 2% of M.V (max.) for size 350-2000mm (single path) ,Transmitter Enclosure: Cast Aluminium,Sensor cable: encapsulated, Sensor mounting method: V / Z type, Protection type: IP 67, including all materials required for Ultrasonic Flow Meter complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 1113 | UFM 200mm -600 mm (CLAMP ON TYPE) |
| 1114 | UFM 200mm -600 mm (INSERTION TYPE) |
| 1115 | SITC of Bulk Flow Meter with removable mechanism class \"B\" confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 1116 | BFM 80 mm |
| 1117 | BFM100 mm |
| 1118 | BFM125 mm |
| 1119 | BFM 150 mm |
| 1120 | BFM200 mm |
| 1121 | BFM 250 mm |
| 1122 | BFM300 mm |
| 1123 | BFM400 mm |
| 1124 | BFM450 mm |
| 1125 | BFM 500 mm |
| 1126 | BFM600 mm |
| 1127 | SITC of Ultrasonic Level Transmitter suitable for measuring water levelin reservoir, Normal Powered 24VDC, Type of Transmitter: Two Wire ( 4-20 mA), Cable Entry:1/2\" NPT (F), Sensor Material: PP, slip-on Flange: 2 ½” Flange, Material of Construction for Slip-on flange: PP, output 4~20mA, HART compatible,accuracy +/_ 0.2 % as per detailed Technical specification, scope of work and direction of Engineer in charge. |
| 1128 | Measuring range 0.0 to 6.0 mtr |
| 1129 | SITC ofUltrasonic Level Transmitter suitable for measuring water levelin reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %,as per detailed Technical specification, scope of work and direction of Engineer in charge. |
| 1130 | Measuring range 0.0 to 6.0 mtr |
| 1131 | Earth work in excavation overarea ( for Sedimentation cum storage tank) Exceeding 30 cm in depth 1.5 Mtrs in width as well as 10 Sqm on plan) includingdisposal of excavated earth leadup to 50 M and all lift. Disposed earth to be levelled and neatly dressed including stacking of useful material if any available during excavation for all kind of soil. Earth work to be carried out by means of mechanical system i.e. Tractor craw or any other mechanical system. No extra payment shall be done for lift of any limit. This work also involves dressing of sides & bottom for lining purpose which is to be done manually, slope of sides to be maintained as per specification. Work is to be done as per direction of Engineer In Charge and technical specifications. |
| 1132 | Silt clearance from Sedimentation cum storage tank with all lift and lead up to 50 Mtr. Silt to be disposed outside the Headworks boundaries. Disposed silt to be levelled and neatly dressed including stacking of useful material if any available during excavation for all kind of soil. Silt clearance is to be carried out by means of mechanical system i.e. Tractor craw/Trolley or any other mechanical system. No extra payment shall be done for lift . This workalso involves dressing ofbottom which is to be done manually and there shall be no damage to lining and LDPE film of tank. Work is to be done as per direction of Engineer In Charge and technical specifications. |
| 1133 | NOTE :- For additional lead, beyond 50M, every additional lead will be paid as per PWD BSR. But for lead of 500M, 1 km. and onward; initial rate of 50M will be deducted from concern rates of above said leads |
| 1134 | SINGLE FLAT BRICK LINING WITH 250 MICRON LDPE FILM:- Preparing surface levelled & dressed to proper slope & laying over it on sand properly rammed and watered in 2 Layers of 5 cm each. Providing and laying 250 micron LDPE filmas per ISS:2506-1984 including overlapping on the finished surface of compactedsand. Over LDPE film 15 mm thick cement sand mortar 1:3 shall be provided and laid which shall be cured properly. Over the base mortar single layer Ist class brick lining incement sand mortar 1:3 shall be provided with joints not more than 8 mm wide and curing shall be done for 14 days. This also includes providing weedicides & anti-termite treatment, complete work as per technical specifications. |
| 1135 | Providing and fixing PVC float in Raw Water Storage tank with CI tail piece 150mm dia-2 Nos, CI puddle collar-150mm dia- 1.20 M- 1 No. and PVC hose pipe- 150mm dia -6 M & all accessories complete in all respect as per Instructions of Engineer In Charge. Complete Job |
| 1136 | Providing and placing of new graded gravel as (i) Size of Gravel vary from 50 mm at the bottom to 2. to 5 mm at the top as detailed: (a) Passing 80 mm screen but held on 10 mm- 150 mm layer (b) Passing 25 mm screen but held on 10 mm- 50 mm layer (c) Passing 10 mm screen but held on 5 mm- 50 mm layerPassing (d) 5 mm screen but held on 2 mm- 50 mm layer (ii) The filter gravel shall be as spherical as possible, hard, clean and uniform in quality and also shall not contain such impurities as dirt and clay as per IS: 8419 (Part-I) for filter gravel specifications. The work also includes washing the gravel with required concentration of HCL acid and finally with water and placing the same in filter beds as per direction of Engineer- In- Charge and technical specification complete in all respect. The gravel shall not contain more than 5% acid soluble matter as determined by solubility test in Appendix B of IS: 8419 (Part-I) amended up to date. (For RGF) |
| 1137 | Supply and charging of filter media (Gravel) as per department specification including screaming, washing with 5% HCL solution to make Gravel (Size 4 to 6mm, 8 to 12mm, 10 to 20mm - Hard Coarsegrit from approved quarry) free from silt, clay and other all impurities work to be executed as per scope of work fixed by the department at the time of tendering (for SSF) |
| 1138 | Providing and Placing of new filter media as (i) Sand shall be hard and resistant quartz or quartzite and free of clay, fine particles, soft grains and dirt of any description. (ii) Effective size shall be 0.45 to 0.70 mm. (iii) Uniformity Coefficient not be more than 1.70 nor less than 1.30. (iv) Ignition loss should not exceed 0.70% by weight. (v) Soluble fraction in HCL acid shall not exceed 5.0% by weight, (vi) Silica content should not be less than 95% (vii) Specific Gravity shall be in the range between 2.55 to 2.65 (viii) Wearing loss shall not exceed 3.0%. and as per specifications given in IS: 8419 (Part-I). Filter media (fine sand and coarse sand) should be processed through disintegrator and dust separator in automatic plant including screening of sand to desired specification and washing and cleaning of sand with water by aqua wash technology at quarry site. (For RGF) |
| 1139 | Providing and Placing of new filter media as (i) Sand shall be hard and resistant quartz or quartzite and free of clay, fine particles, soft grains and dirt of any description. (ii) Effective size shall be 0.20 to 0.30 mm. (iii) Uniformity Coefficient not be more than 5.0 nor less than 3.0. (iv) Ignition loss should not exceed 0.70% by weight. (v) Soluble fraction in HCL acid shall not exceed 7.0% by weight, (vi) Silica content should not be less than 95% (vii) Specific Gravity shall be in the range between 2.55 to 2.65 (viii) Wearing loss shall not exceed 3.0%. and as per specifications given in IS: 8419 (Part-I). (ix) The sand should not contain more than 2% of calcium and manganese calculated as carbonate. Filter media (fine sand and coarse sand) should be processed through. Disintegrator and dust separator in automatic plant including screening of sand to desired. Specification and washing and cleaning of sand with water by aqua wash technology at quarry site. The sand shall not contain more than 5% acid soluble matter as determined by solubility test in Appendix B of IS: 8419 (Part-I) (Fine sand 0.2 to 0.3mm and coarse sand 1.0 to 1.7mm) (For SSF) |
| 1140 | Fixing of pipes for under drainage system including plugging pipes with CM 1:4 on one end and fixing other endin collecting channel with CM 1:4 with all Material etc.(Excl.cost of pipes) This job, also,includes Making 4mm dia holes in pipes @15 cm c/c in zig-zag patternand testing of under drainage system as per instruction of Engineer-in-charge. |
| 1141 | Removing &Re-fixing of pipes for under drainage system including cleaningof one end pluggedpipesand fixing /embedded in CM 1:4 on one end and fixing other endin collecting channel with CM 1:4 with all Material etc.(Excl.cost of pipes) This job, also,includes Making 4mm dia holes if requiredin pipes @15 cm c/c in zig-zag pattern. |
| 1142 | Making 4mm dia hole in pipes of under drainage system of filters duly drilled. Carriage of pipe from stacks to filter site, making two per rows on pipe and points of making holes in Zig-Zag pattern in two hold raw. Making 4mm dia holes with drill machine @ 15cm c/c in zig-zag pattern. |
| 1143 | Labour charges for screening of old sand (received from filter beds) through the standard sieves, washing the sand with HCL acid of required concentration as directed by the Engineer- In- Charge, so as to remove all the mud and other deposits from sand grains and then clean with water till the sand is as neat and clean that it impart no colour to clean while washing. It also includes placing this washed filter media (sand) in filter beds in layer as instructed by the Engineer- In- Charge. (RGF, SSF) |
| 1144 | Labour charges for screening of old gravel (received from filter beds) through the standard different sizes sieves for required sizes of gravel, washing the gravel with HCL acid of required concentration as directed by the Engineer- In- Charge, so as to remove all the mud and other deposits from gravel grains and then clean with water till the gravel is as neat and clean that it impart no colour to clean while washing. It also includes placing this washed gravel in filter beds in layer as instructed by the Engineer- In- Charge. (RGF, SSF) |
| 1145 | Survey by Electronic Total station/DGPS of villages with a view of preparing \"village index plan \"indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels at some important points as per instruction of engineer in charge.Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or any other compatible software. Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design out put details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.For Length Up to 2.5 KM |
| 1146 | Rate for length up to 2.5 km |
| 1147 | Add extra for length more than 2.5 km |
| 1148 | Survey of all properties, preparation of GIS based consumer mapping of consumer water connectiondatabase, plotting assets on GIS map etc. (Satellite image will be provided by the Department) |
| 1149 | Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving license/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator. |
| 1150 | Preparation of DPRs for single and small multi village rural water supply schemes under JJM for Administrative & Financial Sanction and Technical sanction, the work includes:Survey by Electronic Total station/DGPS of villages with a view of preparing village index plan, existing HW plan and survey for route of rising/ trunk mains, indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels and TBM at important places as per instruction of engineer in charge.Preparation of technical report, forecasting of population and design demand, source design, techno-economic design of rising mains, selection and design of pumps sets, capacities of CWR, OHSR etc. complete work as per departmental prevailing guidelines and practice.Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or any other compatible software. Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design output details, such as pipe no, node no, pipe length, pressure at node etc. |
| 1151 | Preparation of estimate of various components based on prevailing BSRs in PHED and non BSR if any with detailed analysis. Preparation of conceptual drawings, L-sections for rising mains, HW plan, GA drawings of P.S., ESR, CWR, GLSR, valve chambers etc.Printing of DPR in 6 copies, including drawings in appropriate size of paper for A&F and technical sanctions separately as per direction of EIC. Reply of observation raised by department for A&F and TS shall be submitted within timeframe as per scope of work.Work excludes preparation of Bid document and rates are including GST and all other taxes applicable.The DPR shall include all other habitation and main village in a unit. |
| 1152 | For present population 100-500 souls |
| 1153 | For present population 501-1500 souls |
| 1154 | For present population 1501-4000 souls |
| 1155 | For present population above 4001 souls |
| 1156 | Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course. |
| 1157 | Add extra for shuttering in circular work in plan upto dia 10m on item no. 4.7.1 |
| 1158 | Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level |
| 1159 | Thermo mechanically treated bars (conforming to relevant IS:1786.) |
| 1160 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcementfor :- |
| 1161 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. |
| 1162 | M20 grade Nominal Mix for RCC staining wall |
| 1163 | M20 grade Nominal Mix for Ramp (6m x 2m x 1m) |
| 1164 | M20 grade Nominal Mix for RCC platforms (Semicircular - 1.5m)- 2 nos at 2 levels |
| 1165 | Structural steel work in single section fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height.In flats, tees, angles and channels. |
| 1166 | Filling available excavated earth (excluding rock) in trenches plint side of foundation etc. in layers not extending 20cm in depth, consolidating each deposited layer by ramming & watering including lead upto 50m. |
| 1167 | 120CM high fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30 cm in ground embedded in post to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonal of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete. |
| 1168 | Structural steel work wedded in built up sections, trusses and framed work, including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height |
| 1169 | In flates, tees, angles & Channals |
| 1170 | Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. In width as well as 10 Sqm. on plan) including disposal of excavated earth lead up to 50 M and lift up to 1.5 Mtr. Disposed earth to be leveled and neatly dressed:All kinds of soi |
| 1171 | Random Rubble stone masonry for foundation and plinth in cement sand mortar above 30 cm thick wall in |
| 1172 | In cement mortar 1:6 (1 cement : 6 coarse sand) |
| 1173 | Honey comb brick work 23 cm thick with bricks of class designation 75 up to third storey in : |
| 1174 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 1175 | Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc. complete fine finish : (12mm thick) |
| 1176 | 1:4 (1 cement :4 fine/ coarse sand) |
| 1177 | Cement concrtete grade 1:2:4 (1 Cement: 2 Coarse sand : 4 graded stone aggregate ) rounding of adeges etc.. but excluding the cost of nosing of steps etc. complete |
| 1178 | 75mm thick with 20mm thick nominal size aggregate |
| 1179 | Providing and laying cement concrete including curingcompaction etc. complete in retaining walls, return, walls,walls (any thickness) including attached pilasters,columns, piers, abutments, pillars, posts, struts, buttresses string or lacing courses, parapets coping bed blocks anchor blocks plain windows sills, fillets etc. up tofloor three level excluing the cost of centering and shuttering |
| 1180 | M25 grade Design mix (with weight batching plant only) |
| 1181 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishingand reinforcement: |
| 1182 | M25 grade Design mix (with weight batching plant only) |
| 1183 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. |
| 1184 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 1185 | Wall (any thickness) including attached pilasters, buttresses, plinth and string course |
| 1186 | Suspended floors, roofs, landings, balconies and access platform. |
| 1187 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete |
| 1188 | Thermo-Mechanically Treated bars |
| 1189 | Providing & fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade : Sheesham wood Grade-1 |
| 1190 | Providing and fixing, flush door shutters non decorative type (hollow core construction) with internal frame of Ist grade wood having styles and top rails of 100 mm width & bottom and lock rails of 150 mm width with 3 Nos. cross battens of 50 mm thick width using 4 mm thick commercial ply on both faces of shutters & 6 mm thick beading of respective wood using with approved steel fitting as perAnnexure \"A\" :- |
| 1191 | 25 mm thick. |
| 1192 | Sheesham wood grade – I |
| 1193 | P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/ MH LAMP, made from powder coated single piece pressure die cast aluminium housing, electrochemically brightened and anodized POT optics aluminium reflector, heat resistant and toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc. as required(without lamp) |
| 1194 | Street Light Suitable for HPSV Lamps1 X 150 Watt |
| 1195 | Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) ofapproved make in surface / recessed ISI marked( IS:9537 P - II ) rigid steel conduit & it\"s accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board& false ceiling point,6 A switch, 3.0 mm thick ISI markedphenolic laminated sheet, pvc bushes, check nuts, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.Group-III |
| 1196 | Short point (up to 3 mtr.) |
| 1197 | Medium point (up to 6 mtr.) |
| 1198 | Wiring of 3/5 pin 6 amp. Light plug point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & it\"s all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete as required. For specification of copper Conductor, Phenolic Laminated sheet\"s & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR . |
| 1199 | Short point (up to 3 mtr.) |
| 1200 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR . |
| 1201 | 2 x 1.5 sq.mm |
| 1202 | Construction of RCC valve chamber for different types of valves size) as levelling course, RCC M20 grade (1:1½:3 i.e. 1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal) size for base slab, side wall & cover slab all 125 mm thick with C.I. surface box with hinged cover 100x100x75 mm (deep), including cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing of concrete work, complete in all respect as per standard specifications and drawings and as directed by Engineer_x0002_in-charge. |
| 1203 | 1200X1200X1300 mm(Depth) 80/100/125/150 mm Dia Valve |
| 1204 | Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH specification & type \"A\" as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) includiing all material, labour. |
| 1205 | O & M of the complete schemes upto the point mentioned in each sub order (Village boundary). It includes Cost of Basic service charges, Administration and Management, Comprehensive opoeration, Maintenance and repairs including Preventive maintenance, cost of materials required for maintenance and repairs, cost of lubricants, other consumables, transportation, spare parts as per scope of work & terms & conditions of contract for 5 years (after completion of defect liability period of one year) complete in all respect. No payment for O & M during 1 year defect liability period will be admissible. |
| 1206 | Note- The work of O & M will be carried out upto the point mentioned in each sub order. The executed amount - It is the total amount of the capital works executed by the bidder in this contract in each sub order upto the point mentioned in each sub order. |
| 1207 | (i )O & M of entire system for 1st Year of O & M Period. |
| 1208 | (ii) O & M of entire system for 2nd Year of O & M Period |
| 1209 | (iii) O & M of entire system for 3rd Year of O & M Period |
| 1210 | (iii) O & M of entire system for 4th Year of O & M Period |
| 1211 | (iii) O & M of entire system for 5th Year of O & M Period |
AI Tender Summary
Tender Timeline
Jan 21, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 22, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 23, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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